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Last Updated 12/07/2020 01:48 AM
Project Title

Constructing the Safety Widening, Micro-Milling, Resurfacing, and Traffic Stripe on SR-241 from the Junction of CR143 to Mp 11.086 South of the Junction of SR-172 in Bear Creek

Physical Address View project details and contacts
City, State (County) Bear Creek, AL   (Marion County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $2,325,764 to $2,842,600
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

Constructing the Safety Widening, Micro-Milling, Resurfacing, and Traffic Stripe on SR-241 from the junction of CR-143 to MP 11.086 south of the junction of SR-172 in Bear Creek. Length 4.542 mi. 206C010 24 SQYD Removing Concrete Driveway 206D001 825 LF Removing Guardrail 206E008 8 Each Removing Guardrail End Anchor (All Type) 305B077 3,059 Ton Crushed Aggregate, Section 825, For Miscellaneous Use 405A000 21,772 Gal Tack Coat 407B000 5 Mile Joint Sealant For Hot Mix Asphalt Pavement 408B000 64,201 SQYD Micro-Milling Existing Pavement (Approximately 0.00" Thru 1.00" Thick) 410H000 1 Each Material Remixing Device 410I000 1 Each Smoothness Testing, Certified Inertial Profiler 424A336 Super pave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum Aggregate Size Mix, ESAL Range A/B 4,113 Ton 424A339 Super pave Bituminous Concrete Wearing Surface Layer, Widening, 3/8" Maximum Aggregate Size Mix, ESAL Range A/B 77 Ton 424B634 Super pave Bituminous Concrete Upper Binder Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B 5,142 Ton 424B670 Super pave Bituminous Concrete Lower Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B 1,542 Ton 424B672 Super pave Bituminous Concrete Lower Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B 5,829 Ton 424B677 Super pave Bituminous Concrete Lower Binder Layer, Widening, 1" Maximum Aggregate Size Mix, ESAL Range A/B 1,851 Ton 428A001 14 Mile Scoring Bituminous Pavement Surface 433A000 65,768 SQYD Scrub Seal 600A000 1 LS Mobilization 630A001 775 LF Steel Beam Guardrail, Class A, Type 2 630C003 4 Each Guardrail End Anchor, Type 13 630C080 4 Each Guardrail End Anchor, Type 20 Series (MASH) 665J002 660 LF Silt Fence 665O001 660 LF Silt Fence Removal 665Q002 500 LF Wattle 680A001 1 LS Geometric Controls 698A000 1 LS Construction Fuel (Maximum Bid Limited to $ 123,025.00) 701A227 10 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide) 701A230 8 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 701A244 2 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 701C000 6 Mile Broken Temporary Traffic Stripe 701C001 95 Mile Solid Temporary Traffic Stripe 701G146 566 LF Solid White, Class W, Type A Traffic Stripe (5"Wide) 701G150 283 LF Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 701G154 283 LF Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 701H002 849 LF Solid Traffic Stripe Removed (Tape) 701H007 283 LF Broken Traffic Stripe Removed (Tape) 703A002 276 SQFT Traffic Control Markings, Class 2, Type A 703D001 702 SQFT Temporary Traffic Control Markings 705A030 136 Each Pavement Markers, Class A-H, Type 2-C 705A032 83 Each Pavement Markers, Class A-H, Type 1-B 705A037 523 Each Pavement Markers, Class A-H, Type 2-D 740B000 1,310 SQFT Construction Signs 740D000 100 Each Channelizing Drums 740E000 25 Each Cones (36 Inches High) 740M001 25 Each Ballast For Cone 740O000 1 Each Pilot Car

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
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